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tUiitLtiAKVEK- :i 5 I UKY I December 4, 2018 I SDA Job# 7976 I 2 <br /> r <br /> WIND LOAD CALCULATIONS <br /> LEFT RIGHT <br /> IV 3RD FLOOR= <br /> WIND ZONE A B C C D D D <br /> AVE. HEIGHT 4.5 5 4.5 2 7.5 5 2 <br /> AVE.WIDTH 9 5.5 30 9 10.5 21 11 <br /> Ps 23.32 7.31 17.34 17.34 6.44 6.44 6.44 0.00 0.00 0.00 0.00 0.00 <br /> SUBTOTAL 944 201 2341 312 507 676 142 0 0 0 0 0 <br /> TOTAL i6,828 lbs _Minimum net pressure controls. The calculated pressure is less than the minimum net pressure, <br /> equal to 16psf applied over the entire area. (ASCE 7-05 27.1.5) <br /> EV 2ND FLOOR= <br /> WIND ZONE A C D <br /> AVE. HEIGHT 9 9 3 <br /> AVE.WIDTH 9 30 , 7 <br /> Ps 23.32 17.34 6.44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 <br /> SUBTOTAL 1889 4681 135 0 0 0 0 0 0 0 0 0 <br /> TOTAL 16,705lbs <br /> ZV(1ST FLOOR)= <br /> WIND ZONE A C C <br /> AVE. HEIGHT 9 9 9 <br /> AVE.WIDTH 9 22 6 <br /> Ps 23.32 17.34 17.34 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 <br /> SUBTOTAL 1889 3433 936 0 0 0 0 0 0 0 0 0 <br /> TOTAL 16,258lbs <br /> p CALCS: <br /> 3RD FLOOR CALCULATIONS: <br /> Plate Height: 8.00 ft Tributary Area: 1.0 <br /> Total length of Shearwall in Shortest Line: 23.50 ft Total Area: 2.0 <br /> Length of Shortest Segment within Shear Line: 2.70 ft <br /> Length of Longest Segment in Shear Line: 5.00 ft p= 1.00 <br /> ASCE 7-10 12.3.4.2 b <br /> 2ND FLOOR CALCULATIONS: <br /> Plate Height: 8.00 ft Tributary Area: 1.0 <br /> Total length of Shearwall in Shortest Line: 17.30 ft Total Area: 2.0 <br /> Length of Shortest Shearwall within Shear Line: 2.30 ft <br /> Length of Longest Wall in Shear Line: 8.00 ft p= 1.00 <br /> ASCE 7-10 12.3.4.2 b <br /> MAIN FLOOR CALCULATIONS: <br /> Plate Height: 8.00 ft Tributary Area: 1.0 <br /> Total length of Shearwall in Shortest Line: 1.00 ft Total Area: 2.0 <br /> Length of Shortest Shearwall within Shear Line: 1.00 ft <br /> Length of Longest Wall in Shear Line: 1.00 ft p= 1.30 <br /> ASCE 7-10 12.3.4.2 <br />